US4872299A - Key clip support member - Google Patents
Key clip support member Download PDFInfo
- Publication number
- US4872299A US4872299A US07/290,686 US29068688A US4872299A US 4872299 A US4872299 A US 4872299A US 29068688 A US29068688 A US 29068688A US 4872299 A US4872299 A US 4872299A
- Authority
- US
- United States
- Prior art keywords
- web
- case
- chord
- support member
- recess
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000005304 joining Methods 0.000 claims abstract description 15
- 238000005452 bending Methods 0.000 claims abstract description 5
- 239000000463 material Substances 0.000 claims description 7
- 239000002184 metal Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 230000003292 diminished effect Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000036316 preload Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
- E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal
Definitions
- This invention relates to composite trusses used for supporting floors, roofs and other structural components, and particularly relates to a key clip support member which is used to connect the chords and webs of the truss.
- Prior art trusses have been assembled by forming a web, generally of metal composition, in a zig-zag pattern and securing the webs to elongate chords, usually by means of forming a notch or recess in the chord and securing the web to the chords by means of a pin which extends laterally through the chord and web.
- This configuration produces a truss which is of diminished structural integrity due to the holes which are drilled to receive the pins.
- the case-enclosed web is suitable for its intended purpose, the cases formed on the web require strengthening to prevent buckling during loading. Although the cases are not structurally complex, their manufacturing process involves more distinct steps than desired. Additionally, the flanges which secure the web to the exterior side of the chords are restricted in size due to the assembly procedures which required the flange to pass through the recess formed in the chord.
- the present invention provides a support member for use with a truss having upper and lower chords with web members extending therebetween.
- the chords have staggered recesses, with each recess having a predetermined length and width and extending completely through the height of the chord.
- the web members have flattened ends which overlap within the support member.
- the support member includes a plurality of cases, with one such web case positioned in each of the recesses.
- Each web case includes a pair of opposed case elements, one of which is positioned to each side of the flattened web member ends, and wherein each case element includes a planar side portion having an interior edge facing the opposing chord, and a flange portion extending normally outwardly from the interior edge.
- the support member also includes joining means for joining the web case to the adjacent web member ends. Also included in the support member is at least one case-retaining clip having a substantially planar flange and a tab extending normal to the planar flange, with the tab being sized in width to be clearance receivable in the width of one of the recesses.
- the tab further includes a first portion of sufficient length to extend through the chord, and a second portion of sufficient length to secure the web case to the chord by bending of the second portion around the flange portion.
- the planar flange is normally wider than the recess into which its associated tab is receivable. Normally, two such clips are provided, one at each end of each recess.
- the clips can normally be described as being “independent” in that they are not formed as part of another member such as the case.
- a truss which includes the support members described above.
- the web cases are insertable from a side of the chord which faces the other chord.
- the case-retaining clips are to be inserted into the recesses from an opposite side of the chord, which faces away from the opposing chord.
- FIG. 1 is a perspective view of the key clip and case of the invention.
- FIG. 2 is a reduced-size side elevation view of a truss constructed according to the invention.
- FIG. 3 is an enlarged side elevation view of the support member of the invention, with portions broken away to show detail.
- FIG. 4 is a cross section of the support member, taken generally along the line 4--4 of FIG. 3.
- Truss 10 includes an elongate upper chord 12 and an elongate lower chord 14.
- a web, shown generally at 16 extends between the upper and lower chords 12 and 14 and is joined thereto by a mechanism which will be described below.
- Chords 12 and 14 have what is referred to herein as interior surfaces 12a, 14a which face one another, and exterior surfaces 12b, 14b, respectively.
- Chords 12 and 14, in the preferred embodiment are formed of laminated veneer lumber (LVL) which is assembled by methods known to those skilled in the art. LVL provides a chord having more uniform and more predictable strength than lumber and may be formed in a variety of sizes to provide requisite structural strength.
- LDL laminated veneer lumber
- the opposing chords 12, 14 have staggered recesses, such as recess 18 which extend through the height (H) of the chord, and which also has predetermined length (L) and width (W).
- the recesses extend along the major axes of the chords, which is normally generally horizontal or laterally extending.
- web 16 includes plural, elongate web links, such as 20, 22.
- the links are formed of tubular metal having flattened ends 24, 26, respectively.
- a bore 28 is formed in each flattened end and has a diameter (D).
- the web links 20, 22 are arranged diagonally between the chords 12, 14 and the ends of adjacent links are overlapped, as depicted in FIGS. 3 and 4, with the bores 28 thereof in an aligned condition.
- Web cases 30 are provided to secure the ends of the web links 20, 22.
- Each web case 30 includes a pair of opposed case elements 32, 34.
- Each case element, such as case element 34 includes a planar side portion 36 which has a height dimension H equal to dimension H of the chords 12, 14, and a length L', which is less than length dimension L of recess 18.
- Each case element has an interior edge 38, which, with the truss assembled, faces the opposing chord.
- a flange portion 40 extends normally outwardly from the interior edge of each side portion 36 and contacts the interior surfaces 12a, 14a of the chords 12, 14.
- Joining means are provided for joining the web case 30 to adjacent link ends 24, 26.
- joining means takes the form of a case pin 44 which is inserted through bores 42 in case elements 32, 34 and bores 28 in links 20, 22. The case pin 44 is then swaged into position, thereby locking the links and case elements together.
- a structure is formed which has a width W which is equal to the width W of recess 18. The links are thus secured to the web case between the case elements thereof, serving to space the case elements apart from one another to provide a structure which completely fills the width of the recess into which it is received.
- case elements 32, 34 are formed of material which has first predetermined thickness.
- This material may be sheet metal or metal formed in a suitable casting.
- chords 12, 14 are prepared in the proper dimensions and recesses 18 are formed, as by mortising.
- the web 16 is formed with a web case 30 formed at the ends of adjacent web links 20, 22.
- the chords and web links are then assembled with a web case 30 received in each recess 18 of a chord.
- Web cases 30 are secured to chords 12 and 14 by means of case-retaining clips, such as clips 46, 48
- Each clip includes a substantially planar flange 50 which is formed with a predetermined surface area.
- a tab 52 extends normal to the flange 50.
- the tab 52 has a width which is equal to that of recess 18 and is clearance receivable therein.
- a first portion 54 of the tab 52 has sufficient length to extend through the chord 12 or 14 while a second portion 56 has sufficient length to secure web case 30 to the chord when the second portion is bent over the flange portions 40 of case elements 32, 34.
- the fact that clips 46, 48 are independent makes it possible in the assembly process to insert the web case 30 in which the flattened ends 24, 26 are mounted, into the recesses 18 from the interior surfaces 12a, 14a of chords 12, 14, while the clips 46, 48 are inserted into the recess from the exterior surfaces 12b, 14b.
- the planar flange 50 may be larger and thereby provide more surface area than if it has to be inserted through the recess as a part of the web case, as is necessary with prior art proposals.
- the clips 46, 48 are typically pressed into the chord 50 such that they end up being countersunk and flush with the surface of the chord. This enables flooring (not shown) or other structural members to be placed directly over the chords 12 without the clips 46, 48 protruding. It also ensures a tight fit of the entire web case 30 and preloads, to a certain extent, flanged portions 40 against chord surface 12a.
- clips 46, 48 are formed of material, such as sheet metal, which has a thickness which is less than that of the thickness from which the case elements are formed.
- the thickness (T) of the clips also referred to herein as a second thickness, is used along with case element length L' to determine the length, L, of recess 18. L is determined by the relationship:
- a truss is formed which has the web 16 securely fixed to the chords 12, 14 such that any forces which are parallel to that of the grain of the LVL forming the chords is transmitted to the retaining clips 46, 48. These forces are then passed to the web case 30 and are evenly distributed through the truss. The primary loading perpendicular to the chords in a downward direction, is transmitted to the truss by the heavy flange portion 40. Clips 46, 48 provide resistance to any upward loading perpendicular to the chords in that the web cases are securely fixed to the chord by means of flange portions 40, case retaining clip flanges 50 and second portions 56.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Life Sciences & Earth Sciences (AREA)
- Wood Science & Technology (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
L=L'+2T
Claims (16)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US07/290,686 US4872299A (en) | 1988-12-27 | 1988-12-27 | Key clip support member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| US07/290,686 US4872299A (en) | 1988-12-27 | 1988-12-27 | Key clip support member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| US4872299A true US4872299A (en) | 1989-10-10 |
Family
ID=23117119
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| US07/290,686 Expired - Lifetime US4872299A (en) | 1988-12-27 | 1988-12-27 | Key clip support member |
Country Status (1)
| Country | Link |
|---|---|
| US (1) | US4872299A (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20120137627A1 (en) * | 2010-12-07 | 2012-06-07 | Venkata Rangarao Vemuri | Method of forming multi layered netlock girder system |
| US8747175B1 (en) * | 2012-10-11 | 2014-06-10 | Jodi Frenna | Ergonomic flotation device |
| US20140174017A1 (en) * | 2012-12-24 | 2014-06-26 | Whole Trees, LLC | Truss and column structures incorporating natural round timbers and natural branched round timbers |
| US11186990B1 (en) * | 2020-07-23 | 2021-11-30 | Boise Cascade Company | LVL structure |
| US11442006B2 (en) | 2018-11-30 | 2022-09-13 | Boise Cascade Company | Method and system for detecting moisture levels in wood products using near infrared imaging and machine learning |
| US11453211B2 (en) | 2020-11-20 | 2022-09-27 | Boise Cascade Company | Method and system for layered wood product production |
| US20230323665A1 (en) * | 2022-04-12 | 2023-10-12 | 2 Force Systems, LLC | Modular structural truss and method of assembly |
| US12116781B1 (en) * | 2023-08-11 | 2024-10-15 | Nantong Ouben Construction Technology Co., Ltd. | Web member for truss with high sectional strength and assembled truss |
| US12214521B2 (en) | 2020-11-20 | 2025-02-04 | Boise Cascade Company | Method and system for layered wood product production |
| US12377551B1 (en) | 2021-04-14 | 2025-08-05 | Boise Cascade Company | Method and system for veneer sheet portion stacking and unstacking |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3268251A (en) * | 1963-05-23 | 1966-08-23 | Arthur L Troutner | Composite trussjoist with end bearing clips |
| US3537224A (en) * | 1968-09-20 | 1970-11-03 | Arthur L Troutner | Truss joist with case-connected web members |
| US3570204A (en) * | 1969-09-24 | 1971-03-16 | Timber Structures Inc | Truss joists |
| US3591995A (en) * | 1969-06-13 | 1971-07-13 | Arthur L Troutner | Truss joist with clamp-connected web members |
| US4003179A (en) * | 1976-01-21 | 1977-01-18 | Simpson Manufacturing Co., Inc. | Truss hanger |
| US4007573A (en) * | 1976-02-09 | 1977-02-15 | Simpson Manufacturing Co., Inc. | Truss top bearing clip |
| US4068442A (en) * | 1976-03-08 | 1978-01-17 | Trus Joist Corporation | Integral truss-supported deck |
| US4069635A (en) * | 1977-01-10 | 1978-01-24 | Simpson Manufacturing Co., Inc. | Truss structure with clevis assembly joints |
| US4104843A (en) * | 1977-08-29 | 1978-08-08 | Simpson Manufacturing Co., Inc. | Hanger adjustable end bearing assembly |
-
1988
- 1988-12-27 US US07/290,686 patent/US4872299A/en not_active Expired - Lifetime
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3268251A (en) * | 1963-05-23 | 1966-08-23 | Arthur L Troutner | Composite trussjoist with end bearing clips |
| US3537224A (en) * | 1968-09-20 | 1970-11-03 | Arthur L Troutner | Truss joist with case-connected web members |
| US3591995A (en) * | 1969-06-13 | 1971-07-13 | Arthur L Troutner | Truss joist with clamp-connected web members |
| US3570204A (en) * | 1969-09-24 | 1971-03-16 | Timber Structures Inc | Truss joists |
| US4003179A (en) * | 1976-01-21 | 1977-01-18 | Simpson Manufacturing Co., Inc. | Truss hanger |
| US4007573A (en) * | 1976-02-09 | 1977-02-15 | Simpson Manufacturing Co., Inc. | Truss top bearing clip |
| US4068442A (en) * | 1976-03-08 | 1978-01-17 | Trus Joist Corporation | Integral truss-supported deck |
| US4069635A (en) * | 1977-01-10 | 1978-01-24 | Simpson Manufacturing Co., Inc. | Truss structure with clevis assembly joints |
| US4104843A (en) * | 1977-08-29 | 1978-08-08 | Simpson Manufacturing Co., Inc. | Hanger adjustable end bearing assembly |
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20120137627A1 (en) * | 2010-12-07 | 2012-06-07 | Venkata Rangarao Vemuri | Method of forming multi layered netlock girder system |
| US8661764B2 (en) * | 2010-12-07 | 2014-03-04 | Venkata Rangarao Vemuri | Method of forming multilayered netlock girder system |
| US8747175B1 (en) * | 2012-10-11 | 2014-06-10 | Jodi Frenna | Ergonomic flotation device |
| US9499983B2 (en) * | 2012-12-24 | 2016-11-22 | Whole Trees, LLC | Truss and column structures incorporating natural round timbers and natural branched round timbers |
| US9038347B2 (en) * | 2012-12-24 | 2015-05-26 | Whole Trees, LLC | Truss and column structures incorporating natural round timbers and natural branched round timbers |
| US20150225956A1 (en) * | 2012-12-24 | 2015-08-13 | Whole Trees, LLC | Truss and column structures incorporating natural round timbers and natural branched round timbers |
| US20140174017A1 (en) * | 2012-12-24 | 2014-06-26 | Whole Trees, LLC | Truss and column structures incorporating natural round timbers and natural branched round timbers |
| US11442006B2 (en) | 2018-11-30 | 2022-09-13 | Boise Cascade Company | Method and system for detecting moisture levels in wood products using near infrared imaging and machine learning |
| US11442007B2 (en) | 2018-11-30 | 2022-09-13 | Boise Cascade Company | Method and system for moisture grading wood products using superimposed near infrared and visual images |
| US11186990B1 (en) * | 2020-07-23 | 2021-11-30 | Boise Cascade Company | LVL structure |
| US11453211B2 (en) | 2020-11-20 | 2022-09-27 | Boise Cascade Company | Method and system for layered wood product production |
| US12214521B2 (en) | 2020-11-20 | 2025-02-04 | Boise Cascade Company | Method and system for layered wood product production |
| US12377551B1 (en) | 2021-04-14 | 2025-08-05 | Boise Cascade Company | Method and system for veneer sheet portion stacking and unstacking |
| US20230323665A1 (en) * | 2022-04-12 | 2023-10-12 | 2 Force Systems, LLC | Modular structural truss and method of assembly |
| US12116781B1 (en) * | 2023-08-11 | 2024-10-15 | Nantong Ouben Construction Technology Co., Ltd. | Web member for truss with high sectional strength and assembled truss |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AS | Assignment |
Owner name: TRUS JOIST CORPORATION, BOISE, ID., A DE CORP. Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNORS:TROUTNER, ARTHUR L.;O'SULLIVAN, KEVIN B.;REEL/FRAME:004987/0292 Effective date: 19881122 |
|
| STCF | Information on status: patent grant |
Free format text: PATENTED CASE |
|
| AS | Assignment |
Owner name: TRUS JOIST MACMILLAN A LIMITED PARTNERSHIP, A DE L Free format text: ASSIGNMENT OF ASSIGNORS INTEREST.;ASSIGNOR:TRUS JOIST CORPORATION, A CORP. OF DE;REEL/FRAME:005974/0518 Effective date: 19911108 Owner name: TRUS JOIST MACMILLAN A LIMITED PARTNERSHIP Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:TRUS JOIST CORPORATION, A CORP. OF DE;REEL/FRAME:005974/0518 Effective date: 19911108 |
|
| FEPP | Fee payment procedure |
Free format text: PAYOR NUMBER ASSIGNED (ORIGINAL EVENT CODE: ASPN); ENTITY STATUS OF PATENT OWNER: LARGE ENTITY |
|
| FPAY | Fee payment |
Year of fee payment: 4 |
|
| FPAY | Fee payment |
Year of fee payment: 8 |
|
| FPAY | Fee payment |
Year of fee payment: 12 |
|
| AS | Assignment |
Owner name: WEYERHAEUSER COMPANY, WASHINGTON Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:TRUS JOIST MACMILLAN A LIMITED PARTNERSHIP;REEL/FRAME:011692/0729 Effective date: 20001231 |